HomeMy WebLinkAboutProduct Approval V ,
MIAMNDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aowbuildine�
Owens Corning Roofing and Asphalt,LLC
One Owens Corning Parkway
Toledo,.OH 43659
SCOPE:
This NOA is being issued under the applicable.rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County SNC-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTIOLY: Oakridge��Stiingle� .
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal-of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Offioial.
This revises NOA# 10-1015.41 and consists of pages i through 4.
The submitted documentation was reviewed by Alex Tigera.
Jam_ NOA No.:11-0411.03
MIAM10"rr couNTY Expiration Date:02/03/16
'''' ' Approval Date:06/16/11
Page I of 4
ROOFING ASSEMBLY APPROVAL
categm: Roofing
Sub-Category: Asphalt Shingles
Materials Laminate
Deck Type: Wood
SCOPE
This approves a roofing system using Owens Corning Oakridge@ asphalt shingles manufactured by Owens
Corning as described in Section 2 of his Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product'Deseri0ion
Specifications
Oakridge@ 131/4"x393/9" TAS 110 A heavy weight,fiberglass reinforced
Manufacturing laminate asphalt shingle with continuous
Locations#1,2,3,4 bead of sealant.
OnkridgeS 131/4"x 393/o" TAS 110 A heavy weight;fiberglass reinforced
Manufacturing laminate asphalt shingle with dashed bead of
Location#1,314 sealant.
MANUFACTURING LOCATION
1. Memphis,TN
2. Irving,TX
3. Savannah,GA
4. Jacksonville,FL
EVIDENCE SUBMITTED
Test Age-nev Test Identifier Test Name/Renort Rate
PRI Construction Materials Technologies OCF-153-02-01 TAS 100 09/22/10
PRI Construction Materials Technologies OCF-152-02-01 TAS 100 09/21/10
PRI Construction Materials Technologies OCF-158-02-01 TAS 100 11/10/10
PRI Construction Materials Technologies OCF-1 51-02-01TAS 100 09/27/10'
PRI Construction Materials Technologies 0CF-1 50-02-01 TAS.100 09/21/10
PRI Construction Materials Technologies OCF-165-02-01 TAS 100 01/07/11
PRI Construction Materials Technologies 0CF-170-02-01 TAS 1.00 06106111
Underwriters Laboratories 09NK14530 ASTM D 3462 12/31/09
Underwriters Laboratories R2453 ASTM D 3462 10/11/10
Underwriters Laboratories 82453 ASTM D 3462 11/03/10
Underwriters Laboratories 82453 ASTM D 3462 10/11/10
Underwriters Laboratories 82453 ASTM D 3462 10111/10
Underwriters Laboratories 82453 ASTM E 108 01/13/11
Underwriters Laboratories 82453 ASTM E 108 10/11/10
Underwriters Laboratories 82453 ASTM B 108 11/03/10
NOA No.: 11-0411.03
MIAM r!COUNrY Expiration Date:02/03/16
Approval Date:06/16/11
Page 2 of 4
Underwriters Laboratories 82453 ASTM E 108 10/11/10
Underwriters Laboratories 82453 ASTM E 108 10/11/10
Underwriters Laboratories 09NK14530 TAS 107(ASTM D 3161) 12131/09
Underwriters Laboratories OINK44201 TAS 107(ASTM D 316 1) 09/09/02
Underwriters Laboratories IONK13947 TAS 107(ASTM D 3161) 11/12/10
Underwriters Laboratories 82453 TAS 107(ASTM D 316 1) 10/11/10
Underwriters Laboratories 03NK04954 TAS 107(ASTM D 3161) 03/07/03
Underwriters Laboratories 1ONKI3947 TAS 107(ASTM D 316 1) 01/28/11
Underwriters Laboratories I ICA15662 TAS 107(ASTM D-3161) 05/27/11
LmnTATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9B-72 of the Florida Administrative Code.
INSTALLATION
I. Shingles shall be installed in compliance with Roofing Application Standard RAS I 1 S.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail'A',attached.
5. Nailing shall be in compliance with Detail'B',attached.
LABELING
1. Shingles shall be labeled with the Miami-Dade Seadl as seen below,or the wording"Miami-Dade County
Product Control Approved".
=MlAM1-Q=ADE COUNTY
BUILDING PERmn R.EQUiREI zws
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOA No.: 11-0411.03
M[AM NWWEC UNIY Expiration Date:02/03/16
IIS "'• Approval Date:06/16/11
Page 3 of 4
s
DETAIL A
DGE OF ROOF
OWENS CORNING OAKRIDGE
OAKRIDGE
1 '
t
I •
1
' 3 THIRD COURSE
1 1
r
------ --i---�--i — �— SECOND COURSE
, 1
------ leff,
-
1 1
1 1
1 — —
I
t
I
FIRST COURSEr///,It
DETAIL B
OWENS CORNING OAKRIDGE
WITH CONTINUOUS OR DASHED SEALANT
39 3/8"
13-1/4"
6$rr
5 5!8" EXPOSURE
END OF THIS ACCEPTANCE
NOA No.: 11-0411.03
r MI-VAOIr COU Expiration Date:02/03/16
Approval Date:06116111
Page 4 of 4
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
`Rf�l!`f
ERD 353 CHRISTIAOX OXFORD, 6478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-R16
150 Lyon Drive FL5259-R21
Fernley, NV 98408 Date of Issuance:02/24/2009
Revision 16:12/09/2014
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 2010 Florida Building Code sections noted
herein.
DESCRIPTIQtV1�glasswRo,j riderfayrnents:
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 11.
Prepared by: r„
The facsimile seal appearing was authorized
%9'.'��•~ - by Robert Nleminen,P.E.on 12/09/2014
Robert J.M.Nieminen,P.E. This does not serve as an electronically signed document.
Florida Re iStrationNo.59166,FloridaDCAANE2983 `S�^�• y`'�,, SiBned,sealedhardcoP ies have been transmitted to the
9
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitvlERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRS Q ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject
to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006
1507.8.3,1507.9.3
1507.2.4,1507.2.9.2,1507.3.3,1507.5.3 Physical Properties ASTM D1970 2001
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2002
1504.6 Accelerated Weathering ASTM G154 2005
1504.6 Accelerated Weathering ASTM G155 2005
1504.3.1 Wind Uplift FM 4474 2004
1507.3.3 Installation Practice FRSA/TR107320 2005
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entibi Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRIO1111 04/08/2002
PRI(TST 5878) Physical Properties PUSA=005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002
PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003
PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006
PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006
PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007
PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties JX201-17A 04/01/2008
MTI(TST 2508) Physical Properties RX14E8A 01/29/2009
ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000
ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001
ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003
ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003
ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007
ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009
ERD(T5T 6049) Wind Uplift P30540.11.09-111 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009
ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
Exterior Research and Design,LLC Evaluation Report P12060.02.09-1116
Certificote of Authorization ti9503 FLS259-1121
Revision 16:12/09/2014
Page 2 of 11
TSI ! 'ERD
I
Enti Examination Reference Date
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-RS 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-111 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties P44360SC 05/15/2014
ERD(TST 6049) Physical Properties P46S20.08.14 08/22/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.14 11/25/2014
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NOA 12-0713.02 02/14/2013
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,U.C.(QUA9625) Quality Control Service Confirmation,R14571,2QA Exp.08/08/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017
4. PRODUcr DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.2 Self-Adhering Underlayments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced, surfaced
with polyolefinic film surface;meets ASTM D1970 and TAS 103.
4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,
,surfaced with poly-film surface;meets TAS 103.
4.23 �P-_o--)vstick IRxe�is a_nominaL60Omilrthick rubberized asphalt_watecpcoofng mem,brane,;glass fiber reinfo'rcetl;withan'�
t-aggregate-su rface;_meets-ASTM-D19703
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface;meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced,
with a granular surface;meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/M2 polyester
fabric surface;meets TAS 103.
4.2.7 Polyflex SAP, PolyFlex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester
reinforced,APP modified bitumen cap sheets.
4.2.8 Dual Pro''is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane,fiberglass reinforced,with
a polyester fabric surface.
4.2.9 Tile Pro'"'is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane,fiberglass reinforced,with a
polyester fabric surface.
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets.
Exterior Research and Design,LLC_ Evaluation Report P12060.02.09-1116
Certificate of Autharizatilan 09503 FL5259-R21
Revision 16:12/09/2014
Page 3 of 11
l IpW� yg� pgpa igi�M,� (p��
S. LIMITAnom
5.1 This is a building code evaluation. Neither TrinityERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
T0Le1:RooFCovEitOPnaius'
_.
Underlayment Asphalt Shingles Nail-0n Tile Foam-0n Tile Metal wood Shakes& Slate
Shingles
Elastobase Yes Yes No Yes Yes Yes
Elastobase P Yes Yes No Yes Yes Yes
Polystick MTS Yes Yes No Yes Yes Yes
Polystick MTS PLUS Yes Yes No Yes Yes Yes
Poiystiek'TIR�Xe _ mowy& d No No No Yes Yes
Polystick TU P Yes Yes Yes No Yes Yes
See 5.5.1
Polystick TU Plus Yes Yes Yes Yes Yes Yes
See 5.5.1
Polystick TU Max No Yes Yes Yes No No
See 5.5.1
Dual Pro Yes Yes No Yes Yes Yes
Tile Pro Yes Yes See es Yes Yes Yes
5.Elastoflex S6 G Yes Yes Yes No Yes Yes
See 5.5.1
Elastoflex S6 G FR Yes Yes No No Yes Yes
Polyflex G Yes Yes Yes No Yes Yes
See 5.5.1
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes
See 5.5.1
Mule-Hide SA-APP Cap Sheet or SA- Yes yes Yes No Yes Yes
APP Cap Sheet(FR) See 5.5.1
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives unless tensile adhesion/long term aging data
from an accredited testing laboratory is provided.
✓ 3Mm 2-Component Roof Tile Adhesive AH-160(formerly Polyfoam PolyPm AH260): Polystick TU P,Polystick TU Plus,
Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or
Mule-Hide SA-APP Cap Sheet(FR)or Tile Pro.
✓ 31VITM Foam Roof Tile Adhesive RTA-1: Polystick TU P,Polystick TU Plus,Polystick TU Max,Elastoflex S6 G,Polyflex
G,Polyflex SAP,Polyflex SA Cap FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)or Tile Pro
✓ Dow TileBond: Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro
✓ Convenience Products'Touch in Seal StormBond Roof Tile Adhesive: Polystick TU Plus,Polystick TU Max
Exterior Research and Design,LLC. Evaluation Report P32060.02.09-1136
Certificate of Authorization#9503 FL5259-R21
Revision 16:12/09/2014
Page 4 of 11
1
R t TR IN I ER®
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Polystick(all variations),Dual Pro,Tile Pro,Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing, unprimed OSB;ASTM D41 primed OSB;Southern Yellow Pine; ASTM D41 primed Southern
Yellow Pine;ASTM D41 primed structural concrete;Huber Engineered Woods"ZIP System"Panels(designed and installed
to meet wind loads for project).
Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OS8
sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or G FR torch-applied to:
ASTM D41 primed structural concrete.
5.6.2 Bond-to-Insulation:
Polystick,Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered to:
➢ ASTM C1289,Type II,Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard;
Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board.
Elastoflex 56 G or 56 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or G FR torch-applied to:
ASTM D41 primed structural concrete;Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FM 4470,Appendix K or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Layer:
Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or 5A-APP Cap Sheet(FR) Dual Pro or Tile Pro self-
adhered to:
➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base.
Polyflex G or G FR torch-applied to:
➢ Elastobase;Elastobase P or Mule-Hide Nail Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam-on tile systems, refer to Section 5.5.4 herein and FRSA/TRI
07320/8-05 or RAS 120.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1116
Certificate ofAuthorizati in#9503 FL5259-R21
Revision 16:12/09/2014
Page 5 of 11
IN
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI 07320 does not address wind
uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the
load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI
07320 and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load
resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer. (Optional)ASTM D41
Underlayment Polystick TU P,Polystick TU Plus,PolyFlex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered-
5.6.4.2 Maximum Design Pressure=-135 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ:
Primer: (Optional)ASTM D41
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Polystick TU P,Polystick TU Plus,PolyFlex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.6.4.3 Maximum Design Pressure=-315 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer. ASTM D41
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Tile Pro,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.4 Maximum Design Pressure=-622.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer. ASTM D41
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or PolyFlex G,torch-applied.
5.6.4.5 Maximum Design Pressure=-30.0 psf.
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of AHJ.
Base Layer. Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with 11 ga.x 1.25-inch long x f-
inch head diameter round metal cap nails spaced 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)
equally spaced staggered center rows.
Underlayment Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.6.4.6 Maximum Design Pressure=-37.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer. Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with it ga.x 1.25-inch long x f-
inch head diameter round metal cap nails spaced 6-inch o.c.at the 34nch wide side laps and 6-inch o.c.at two(2)
equally spaced staggered center rows.
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.6.4.7 Maximum Design Pressure=-37.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: One(1)or two(2)layers ASTM D226,Type 11 felt mechanically attached with 11 ga.x 1.25-inch long x 1-inch head
diameter round metal cap nails spaced 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally
spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.8 Maximum Design Pressure=-45 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: One (1) layer ASTM D226,Type II felt mechanically attached with 11 ga.x 1.25-inch x 3/8-inch head diameter
annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 4-inch o.c.at the 2-inch wide side laps and
4-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.9 Maximum Design Pressure=-45 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Two(2)layers ASTM D226,Type II felt mechanically attached with 11 ga.x 1.25-inch long x 3/8-inch head diameter
annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 9-inch o.c.at the 2-inch wide side laps and
9-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Polystick TU P,Polystick TU Plus,PolyFlex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
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TRINITY�ERD
t
5.6.4.10 Maximum Design Pressure=-45 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
mechanically attached with Simplex MARX Cap Fasteners spaced 9-inch o.c.at the 2-inch wide side laps and 18-inch
o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.11 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
mechanically attached with Simplex MAXX Cap Fasteners spaced 9-inch o.c.at the 2-inch wide side laps and 12-inch
o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.12 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface) mechanically attached with Simplex Original Cap Nails
spaced 6-Inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.6.4.13 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
mechanically attached with Simplex Original Cap Nails spaced 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.
at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.14 Maximum Design Pressure=-60 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer. Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
mechanically attached with 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-
5/8-inch diameter tin caps spaced 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced
staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.15 Maximum Design Pressure=-60 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
mechanically attached with OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates spaced 12-inch o.c.at
the 4-inch wide side laps and 12-inch o.c.attwo(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.16 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer. Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
mechanically attached with Simplex MAXX Cap Fasteners spaced 6-inch o.c.at the 2-inch wide side laps and 6-inch
o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.17 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
mechanically attached with OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates
or OMG Flat Bottom Metal Plates spaced 6-inch o.c.at the 4-Inch wide side laps and 6-inch o.c.at three(3)equally
spaced staggered center rows.
Underlayment: Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.18 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Elastobase(sanded top surface)mechanically attached with Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal
Insulation Plates spaced 6-inch o.c.at the 4-Inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered
center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt.
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5.6.4.19 Maximum Design Pressure=-97.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with 11 ga.x 1.25-inch x 3/8-inch
head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 4-inch o.c.at the 4-inch wide
side laps and 4-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.6.4.20 Maximum Design Pressure=-105 psf.
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer. Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
mechanically attached with Simplex MAXX Cap Fasteners spaced 6-inch o.c.at the 2-inch wide side laps and 6-inch
o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex S5 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.21 Maximum Design Pressure=-112.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with 11 ga.x 1.25-inch x 3/8-inch
head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 6-inch o.c.at the 4-inch wide
side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer. PG100 or ASTM D41 primer at all tin-caps
Underlayment Polystick TU P,Polystick TU Plus,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.6.4.22 Maximum Design Pressure=-120 nsf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer. Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
mechanically attached with OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with CMG 3"Round Metal Plates
or CMG Flat Bottom Metal Plates spaced 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally
spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.23 Maximum Design Pressure=-120 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer. Elastobase(sanded top surface)mechanically attached with Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal
Insulation Plates spaced 6-inch o.c.at the flinch wide side laps and 6-inch o.c.at five(5)equally spaced staggered
center rows. .
Underlayment: Elastoflex 56 G,applied in full mopping of hot asphalt.
5.6.4.24 All other direct-deck,adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design
Pressure of-45 psf.
5.7 Exposure Limitations:
5.7.1 Elastobase,Elastobase P or Polystick MTS PLUS shall not be left exposed for longer than 30-days after installation.
5.7.2 Polystick IR-Xe,Dual Pro or Tile Pro shall not be left exposed for longer than 90-days after installation.
5.7.3 Polystick MTS,TU P,TU Plus or TU Max shall not be left exposed for longer than 180-days after installation.
5.7.4 Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
5.7.5 Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof
covering is to be adhesive-set tile(Elastoflex S6 G or Polyflex G),in which case the maximum exposure is 180 days.
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TRNI ER®
5.8 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition,use is limited to
the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self-Adhered
Underlayment Requirements as of 02/14/2011"for limitations for self-adhering underlayments used beneath tile roof
systems.
TAI;LE 2 TiLeSvsrEm OPioNs PER FRSA/TRIA7320/&05
System Underlay Section Reference Product(s)
Option
3.02A
1 Modified Cap Sheet Elastoflex s6 G or Elastoflex 56 G FR;Polyflex G or G FR
Batten only
Base Layer. Elastobase;Elastobase P
System One: 2 3.028 No.30/Madded Cap Sheet Top Layer.Elastoflex 56 G or Elastoflex 56 G FR;Polyflex G or G FR
Mechanically Fastened 4 3.02D No.30 Elastobase;Elastobase P
Tile,Unsealed or
Sealed Underlayment Polystick MTS;MTS PLUS;TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Mule-
System s 3.02E Self-Adhered Underlayment Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR);Dual Pro;Tile Pro
Base Layer:ASTM D226,Type 11;Elastobase;Elastobase P;Mule-Hide Nall Base
6 3.02F No.30/Self-Adhered Top Layer:Polystick MTS;MTS PLUS;TU P;TU Plus;TU Max;Polyflex SAP or SAP
Underlayment FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR);Dual Pro;Tile Pro
1 3.02A Modified Cap Sheet Elastoflex S6 G or Elastoflex 56 G FR;Polyflex G or G FR
Batten only
Base Layer:Elastobase;Elastobase P
System Two: 2 3.028 No.30/Modified Cap Sheet Top Layer.Elastoflex 56 G or Elastoflex S6 G FR;Polyflex G or.G FR
Mechanically Fastened
Tile,Sealed 4 3.021) Self-Adhered Underlayment Polystick TU P;TU Plus;TU Max,Polyflex SAP or SAP FR;Mule-Hide SA-APP Cap
Underlayment System - Sheet or SA-APP Cap Sheet(FR);Dual Pro;Tile Pro
No.30/Self-Adhered Base Layer:ASTM D226,Type 11;Elastobase;Elastobase P;Mule-Hide Nail Base
5 3.02E Underlayment Top Layer:Polystick TU P;TU Plus;TU Max;PoWex SAP or SAP FR,Mule-Hide
SA-APP Cap Sheet or SA-APP Cap Sheet(FR)Dual Pro;Tile Pro
1 3.02A Modified Cap Sheet Elastoflex S6 G or Polyflex G
2 3.028 No.30/Modified Cap Sheet Base Layer.Elastobase;Elastobase P
System Four W Top Layer.Elastoflex 56 G or Polyflex G
Adhesive-Set Tile, Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Tile Pro;Mule-Hide SA-
Unsealed or Sealed 4 3.07D Self-Adhered Underlayment
APP Cap Sheet or SA-APP Cap Sheet(FR)
Underlayment System No.30/Self-Adhered Base Layer:ASTM D226,Type II;Elastobase;Elastobase P;Mule-Hide Nail Base
5 3.02E Underlayment Top Layer.Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Tile Pro•,
Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)
1 3.02A No.30/Modred Cap Sheet Base Layer:ASTM D226,Type 11;Elastobase;Elastobase P
Top Layer.Elastoflex S6 G or Polyflex G
System Four"B":
Polystick TU P;TU Plus;TU Max;PoWex SAP or SAP FR;Tile Pro;Mule-Hide SA-
Adheslve-SetTlle, 3 3.02C Self-Adhered Underlayment APP Cap Sheet or SA-APP Cap Sheet(FRI
Sealed Underlayment
System No.30/Self-Adhered Base Layer:ASTM D226,Type II;Elastobase;Elastobase P;Mule-Hide Nail Base
4 102D Underlayment Top Layer.Polystick TU P;TU Plus;TU Max;PoWex SAP or SAP FR;Tile Pro;
Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Elastobase,Elastobase P or Mule-Hide Nail Base:
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 For use in non-tile applications:
6.3.2.1 Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for
installing shingle underlayments and flashings
6.3.2.2 Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR,
Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),Dual Pro or Tile Pro,self-adhered,Elastoflex S6 G or S6 G FR
in hot asphalt or Polyflex G or G FR,torch applied.
6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with
FRSA/TR107320/8-05 Installation Manual,Fourth Edition,Table 2 herein and Section 5.5.4 herein.
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6.4 Polystick MTS MTS PLUS IR-Xe TU P TU Plus TU Max Polyflex SAP or SAP FR Mule-Hide SA-APP Cap Sheet or SA-
APP Cap Sheet(FR),Dual Pro or Tile Pro:
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
6.4.2 For non-tile applications:
6.4.2.1 All self-adhering materials,with the exception of Polystick TU Plus,Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap
Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-Hide
Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter
metal disk or Simplex-type metal cap nail,at a minimum rate of 12"o_c_ Polystick TU Plus should be back-nailed
using the above noted fasteners and spacing,in area marked"nail area,area para clavar"on the face of membrane.
The head lap membrane is to cover the area being back-nailed
6.4.2.2 All seal-lap seams (selvage laps) must be firmly
rolled with a minimum 28 Ib. hand roller to _
ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of the
top sheet to the end of the glue pattern (the �4
sheet will overlap the fabric). b'Y
a
AZI
s
R.. ✓' ' �'}nom`• 1 'b'' ,�
View of Ovelap Seam of Dual Pro and Tile Pro
6.4.2.3 All over-fabric and over-granule end-laps shall have a 6-inch wide,uniform layer of Polyglass Polyplus 55 Premium
Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule-Hide 241 Premium Modified Flashing Cement,
Mule-Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule-Hide 421 Mod Bit Flashing Adhesive
Trowel Grade mastic,applied in between the application of the lap.
6.4.2.4 Polystick TU Plus,Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys,
or exposed roof to wall details
6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing
Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,Polyglass PG500 MB Flashing Cement,Polystick TU Plus
Tile Underlayment Flashing Cement, Mule-Hide 241 Premium Modified Flashing Cement, Mule-Hide 251 Premium
Wet/Dry Elastomeric Flashing Cement,or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area
in need of repair,followed by a minimum 6 x 6 inch patch of the Polystick material of like kind,set and hand rolled in
place over the repair area. Patch laps,if needed,shall be installed in a water shedding manner.
6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-lb weighted-roller or,on steep slopes,use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of
the roof that are not accessible to a large roller or broom.
6.4.3 For tile applications(not allowed for Polystick IR Xe):
6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition,Table 2 herein and Section 5.5.4 herein,using the instructions noted above as a guideline.
6.4.3.2 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
6.4.3.3 For nail-on tile systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
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f TRINITY ERD
6.4.4 Two(2)Ply Underlayment Systems:
6.4.4.1 Polystick MTS or MTS PLUS followed by Polystick MTS,TU P,TU Plus,TU Max,TilePro or Polyflex SAP is allowable for
use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer
material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
6.4.4.2 Polystick MTS PLUS followed by Polystick TU P,TU Plus,TU Max,TilePro or Polyflex SAP is allowable for use under
foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is
allowable if a 2-ply underlayment system is desired.
6.5 Elastoflex S6 G or S6 G FR:
6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications,reference is made to FRSA/TRI 07320/8-05 Installation Manual,Fourth Edition,and Table
2 herein.
6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.5. Side laps shall be
minimum 3-inch and end-laps minimum 6-inch wide,and off set end-laps minimum 3 feet from course to course.
Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately
3/8-inch beyond the lap edge.
6.6 Polyflex G or G FR:
6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use
in the applications,reference is made FRSA/TRI 07320/8-05 Installation Manual,Fourth Edition,and Table 2 herein.
6.6.2 Polyflex G or G FR shall be fully torch-applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-
inch and end-laps minimum 6-inch wide,and off set end-laps minimum 3 feet from course to course. Side and end
laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the
lap edge.
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Polyglass published requirements for the staging.
6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI 07320/8-05 must be used on all
roof slopes greater than 7:12. Precautions should be taken as needed,such as the use of battens or nail-boards,to
prevent file sliding and/or damage to the underlayment during the loading process.
6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
6.7.4 For nail-on the systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged the regardless of slope.
➢ Battens are required for loading/staging of flat the at slopes in excess of 5:12.
6.7.5 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-
eight(48)hours.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report P12060.02-09-1116
Certifmte of Authorization#9503 FL5259-R21
Revision 16:12109/2014
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